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Evaluating suitability of soil stabilization methods for local road construction industry

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dc.contributor.author Herath, HMSM
dc.contributor.author Kumara, MAW
dc.date.accessioned 2013-10-21T02:12:58Z
dc.date.available 2013-10-21T02:12:58Z
dc.date.issued 2009
dc.identifier.uri http://dl.lib.mrt.ac.lk/handle/123/8283
dc.description.abstract Soil stabilization is not using in local roads construction industry in major scale. Various reasons effects to non popularity and initial part this paper presents the result of questionnaire survey among the professionals who practice in road construction industry. Soil Sample collected from different places, used to determine the engineering 'properties (Sieve Analysis, Liquid Limit (LL), Plastic Limit (PL), California Bearing Ration (CBR) and Unconfined Compressive Strength (UCS)). Same soil has being used to determine the properties after stabilizing according to the mailable guideline, with locally available stabilizers ( Cement and Lime). Laboratory test results indicates that both Stabilizer improve soil properties in considerable amount. Suitable stabilized criteria and quality controlling measures is to be established.
dc.language en
dc.title Evaluating suitability of soil stabilization methods for local road construction industry
dc.type Conference-Extended-Abstract
dc.identifier.year 2009
dc.identifier.conference Research for Industry
dc.identifier.place Faculty of Engineering, University of Moratuwa
dc.identifier.pgnos pp. 69-70
dc.identifier.proceeding 15th Annual symposium on Research and Industry


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